HomeMy WebLinkAbout48621-Z o�OSUFF�jKcpG Town of Southold 4/22/2023
a y� P.O.Box 1179
53095 Main Rd
z yjj�l �ao�r Southold,New York 11971
CERTIFICATE OF OCCUPANCY
No: 44042 Date: 4/22/2023
THIS CERTIFIES that the building AS BUILT DECK
Location of Property: 265 Old Field Ct, Mattituck
SCTM#: 473889 Sec/Block/Lot: 120.-3-8.20
Subdivision: Filed Map No. Lot No.
conforms substantially to the Application for Building Permit heretofore filed in this office dated
11/9/2022 pursuant to which Building Permit No. 48621 dated 12/19/2022
was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for
which this certificate is issued is:
"as built" deck addition to existing single family dwelling as applied for.
The certificate is issued to Cacace,Emilce&Gomez,Fabio
of the aforesaid building.
SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL
ELECTRICAL CERTIFICATE NO.
PLUMBERS CERTIFICATION DATED
Auth i20 Signature
SUEFotrTOWN OF SOUTHOLD
BUILDING DEPARTMENT
N z TOWN CLERK'S OFFICE
"o • SOUTHOLD, NY
BUILDING PERMIT
(THIS PERMIT MUST BE KEPT ON THE PREMISES
WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS
UNTIL FULL COMPLETION OF THE WORK AUTHORIZED)
Permit#: 48621 Date: 12/19/2022
Permission is hereby granted to:
Cacace, Emilce
322 W 57th St Apt 41 K
New York, NY 10019
To: Legalize as built deck addition to existing single family dwelling as applied for.
Additional certification may be required.
At premises located at:
265 Old Field Ct, Mattituck
SCTM # 473889
Sec/Block/Lot# 120.-3-8.20
Pursuant to application dated 11/9/2022 and approved by the Building Inspector.
To expire on 6/19/2024.
Fees:
AS BUILT- SINGLE FAMILY ADDITION/ALTERATION $1,096.00
CO-ADDITION TO DWELLING $50.00
Total: $1,146.00
Building Inspector
W ho�aOF SOUTyo� ----
TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] OUNDATION 2ND [ ] INSULATION/CAULKING
[ FRAMING /STRAPPING [ ] FINAL
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
fo&lm
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DATE INSPECTOR WL—
OF SOUTholo
# TOWN OF SOUTHOLD BUILDING DEPT.
631-765-1802
INSPECTION
[ ] FOUNDATION 1ST [ ] ROUGH PLBG.
[ ] FOUNDATION 2ND [ ] INSULATION/CAULKING
[ ] FRAMING /STRAPPING [ FINAL �2c
[ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION
[ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION
[ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)
[ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL
REMARKS:
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DATE INSPECTOR
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�y�o�A oos TOWN OF SOUTHOLD—BUILDING DEPARTMENT
y r Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959
Telephone(631) 765-1802 Fax(631)765-9502 hiips://www.so"Utholdtowmy.go
Date Received
APPLICATION FOR BUILDING PERMIT
For Office Use Only `
PERMIT N0. Building Inspector: NOV Q 92022
Applications and forms must be filled out in their entirety.Incomplete
applications will not be accepted. Where the Applicant is not the owner,an
Owner's'Authorization form(Page 2)shall be completed.
Date: 10/27/22
OWNERS)OF-PROPERTY:
Name:Emilce Cacace & Fabio Gomez SCTM#1000-
Project Address:265 Old Field Ct. Mattituck NY 1.1952 ,
Phone#: 9147155387 Email:emilcecacace@mac.com
Mailing Address:322 west 57th St. NY NY 10019
CONTACT PERSON:..
Name: M 2 C
Mailing Addrgss: 0 2 G U 6 C> �-
Phone#: - ? 3 maikeh z4ffAa
DESIGN PROFESSIONAL INFORMATION: _
Name:
Mailing Address:
Phone#: Email:
CONTRACTOR INFORMATION:
Name:
Mailing Address:
Phone#: Email:
DESCRIPTION OF PROPOSED CONSTRUCTION
Y�New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project:
Other17t��j� $
Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises?XYes ❑No
1
PROPERTY,INFORMATION
Existing use of property: 2tts) D �Ls Intended use of property:
Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to
this property? Ely es ❑No IF YES,PROVIDE A COPY.
Check Box After Reading: The owner/contractor/design professional is responsible,for all drainage and storm water Issues as provided by
chap er 236 of the Town Code. APPUCATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the-Building Zone
Ordinance of the Town of Southold,Suffolk;County,New York and other applicable Laws,Ordinances or Regulations,for,the construction of buildings,
additions,alterations or for removal or demolition as herein described.The-appl16nt.agrees to comply with all applicable laws,ordinances,building code,
housing code and regulations and to admit authorized inspectors on premises and In building(s)for necessary Inspections,False statements made herein are
punishable as a class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law...
Application Submitted By(p ' It name): /"[40er_ YCHWA112 J 7i PlAuthorized Agent ❑Owner
Signature of Applicant: Date��/0�/2�—
1
STATE OF NEW YORK) CONNIE D.BUNCH
SS: Notary Public,State of New York
No.01BU6185050
COUNTY OF (J ) Qualified in Suffolk County
YC
Commission Expires April 14,2da�"w� .ZL, being duly sworn,deposes and says that(s)he is the applicant
(Name of individual signing contract)above named,
(S)he is the Ar,1.11
(Co ractor,Agent,Cor orate Officer,etc.)
of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this
application;that all statements contained in this application are true to the best of his/her knowledge and belief;and
that the work will be performed in the manner set forth in the application file therewith.
Sworn before me this
R day of
Notary Public
PROPERTY OWNER AUTHORIZATION
(Where the applicant is not the owner)
I,
Fabio Gomez residing at 265 Old Field Ct. Mattituck NY 11952
do hereby authorize Mark Schwartz to apply on
my behalf to the Town of Southold Building Department for approval as described herein.
10/27/22
Owner's Signature Date
Fabio Gomez
Print Owner's Name
2
BUILDINU
TOWN OF SOUTHOLD
STOP WORK ORDER
TO: Emilce Cacace
322 W. 5711 St., Apt: 41 K
New York, New York 10019
YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT:
265 Old Field Court, Mattituck, New York
TAX MAP NUMBER: 1000-120.-3-8.20 {
Pursuant to Section §144-8 of the Town of Southold Co.: you are hereby
notified to immediately suspend all work until this order has been rescinded.
BASIS OF STOP WORK ORDER:
i
Construction of a swimming pool and deck without first obtaining a
Building Permit
CONDITIONS UNDER WHICH WORK MAY BE RESUMED:
When a building permit for the swimming pool and a building permit for the
deck have been issued.
FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY
WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN
OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH.
DAVE: O--tolber 2o.2022'
Lester Baylinsgn""J
Ordinance lns�e>rt0
I7 SHALL'BE tJNL NLAWF TO,REMOVG THIS NOTICE WITHOUT WRITTEN
CONSENT.OF TH 'ISSUING AGENCY.
NOT S SURVEY OFPROPERTY
I.PROPERTY KNOww AS TAX MAP# 1000-120.00-0. 7-008A20
2, LOT AREA -40.000 SO: (0.918 ACRE(S)) LOT �B
0. THIS SURVEY WAS PP.EP USINC A TRIM2LE
S7 ROBOTIC TOTAL STATION. MAP OF
4. PROPERTY CORNER MONUMENTS WERE NOT SET AS
PART OF THIS SURVEY. FARMVEU ASSOCIATES
FILED: SEPTEMBER 1, 1989 — MAP #':5808
SITUATE
MATTITUCK
(5D ) TOWN OF SOUTHOLD
OLD FIELD COURT SUFFOLK COUNTY, N.Y.
SURVEYED: MAY 19, 2022
N 70'19'30" E 125.00'
......................................-
0 0
0 0
N Cl CERTIFIED TO:
M M EMILCE CAC-ACE FABIO GOMEZ
AAD MORTGAGE LLC, ITS SUCCESSORS AND/OR
ASSIGNS,AS AN INSURED,AS THEIR INTEREST MAY
APPEFIRST AMAr ERICAN TITLE INSURANCE COMPANY
THE JUOICAL TITLE INSURANCE AGENCY LLC
EXIST BUILDING COVERAGE INFO.
2.22 LOT AREA-40,o00 SO.FT. (0418 ACRE(S))
1 2 78 SOFT.
PORCH.
PORCH: 278 SO.F7.
2 STOTAL 1,84]SOFT./4.6%
o Fra7n tory 265deuce-
t'X'ST TOTAL LOT COVERAGE INFO-
LOT AREA -40.000 SO.FT. (0.918 ACRE(S))
RESIDENCE 1.565 SOFT.
40.0' t67 fE.o.r'[ POP.CH: 278 SOFT.
w STEPS- 30 SOFT
TOTAL 1,87.3 SO.FT./4.7%
LOT 17
1
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STANDARD NOTES,
1•a rcwu~�rx'.a r
fE cA. 1 W W fl. ft 0/T e ._.__....,......................,.
S 70°19'30" R7 1.25.00'
cr :�w yk.fNw •n*E.raPnc-..,E 'rax,vr_�„to a
LOT 12 t
MICHAEL K. W icxs
LAND SURVEYING
i 15 FROWE1N ROAD - SHITE E2 E
CENTER A10RICHES. .YEN YORK 11934 r
Y010E' 631.874.0166 - FAX: 631.909.3845
w—i—tckslandsurveying.M
RECORDS OF RICHARD C DRAKE
SCALE. LSUIRVE(EDII BY: ORAYIN BY: SHEET, _
MICHAEL K TYICILS, FLS. #50280
gp�f=L
SITE DATA: SCTM: 1000-120.0-03-8.02
DESCRIPTION: AREA LOT COVERAGE: EXCAVATE: FILL:
PROPERTY: 40,000 SF 0.918 ac.
ESTIMATED AREA OF 2500 SF V
GROUND DISTURBANCE:
EXISTING HOUSE: 1565.0 SF 3.91 % W
EXISTING COVERED PORCH: 278.0 SF 0.70%
O
PROPOSED DECK: 829.4 SF 2.1 % 5 CY 2 CY O
TOTAL: 2625.6 SF 6.62% 5 CY 2 CY
OLD FIELD COURT MEETS&BOUNDS BY: MICHAEL WICKS SURVEY DATE: MAY 19,2022
N 70 191/3011 E 125.0'
COqSTRUCT4DN
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APPROVED AS HO ED �
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DATE: B.P. ��a .�
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FEE - "ABY: 00 :°
NOTIFY BUILDING DEPARTMENT AT OCCUPANCY OR631-765-1802 8AM TO 4PM 00 CU
w
FOLLOWING INSPECTIO SFORTHE USE IS UNLAWFUL
'. FOUNDATION-FOR POURED CONCRETE IR WITHOUT CEED RTIFICATE
2. ROUGH-FRAMING&PWMBINO
OF OCCUPANCY
3. INSULATION
4. FINAL-CONSTRUCTION MUST b" U
EE COMPLETE FOR C.O. O
ALL CONSTRUCTION SHAD.MEET THE U0
REQUIREMENTS OF THE CODES OF NEWn
V!'! H A:.L GN0 U=7 d
YORK STATE. NOT RESPONSIBLE FOR YuR?� ;ATE &TOW SES �7S
DESIGN OR CONSTRUCTON ERRORSN
1, hf=QUIR D AICD CO"' ",S OFF.
Additional rLANNING BOARD P4
w Certification ifii
_ ___ _u TOWN TRUSTEES U
rn o May Be Required. �
S.DEC �
MLS 'NIt 0
"4
01% ,\v STORM WATER RUNOFF �b '''��
z PURSUANT TO CHAPTER 236 A
OF THE TOWN CODE.
S 700 19' 30" W 125.0
DRAWN:
SCALE:
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WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS
GIRDER 4"MAX.
DECKING DECKING 4"DIA.MAXIMUM
EXTERIOR
WALL DECK JOIST DECK JOIST
1/2"DIAMETER LAG SCREWS- --`
THROUGH-BOLTS WITH WASHERS CONTINUOUS FLASHING,EXTENDED W
OR 5"LEDGERLOK SCREWS PAST JOIST HANGERS,CAULKED TO (2)1/2"GALV.OR S.S.
PREVENT WATER INTRUSION LEDGER FLOOR T�
AND JOIST FLUSH ON TOP JOIST CARRIAGE BOLTS WITH GIRDER m V 1
RIM BOARD WASHERS AND NUTS O
CAULK TO PREVENT WATER SMPSON CBS
INTRUSION LEDGER AND ANCHOR
DECKING 1/2"DIA,EXPANSION BOLTS, •' JOIST FLUSH ON TOP O
EPDXY OR ADHESIVE(PER •r••'a
FLOOR "MIN. MANUFACTURE INSTRUCTIONS) ��••••'e• CONCRETE POST
JOIST 5"
I.M MIN. w/WASHERS AND NUTS e••e•� PIER
5"MAX DECK JOISTS °' • DECKING DECK/PORCH RAILING
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JOIST HANGER •v�•' DECK JOISTS
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e •.r.y, NOTE: J•�!a• DECK JOIST DECK JOIST
•�e • BLOCK FOUNDATION • .e
FOUNDATION, ••'�� TO BE FILLED WITH e i�, JOIST HANGER RAILING
WALL 4Y P• GROUT AT ANCHOR a 2X ACQ LEDGER BOARD POSE
LOCATIONS
GIRDER GIRDER RIM BOARD SIMPSON DMZ HOLD-DOWN
LEDGER BOARD TO RIM BOARD DETAIL LEDGER BOARD TO FOUNDATION WALL DETAIL (MIN.2XB) DECKING
2"MIN.
THROUGH-BOLTS 5"MAX. 11: IDECII-IST
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THROUGH-BOLTS SHALL HAVE A DIAMETER OF 1/2".PILOT HOLES FOR THROUGH-BOLTS 2'MIN.
SHALL BE 17/32"TO 9/16'IN DIAMETER.THROUGH-BOLTS REQUIRE WASHERS AT THE BOLT
HEAD AND NUT. SIMPSON CC SIMPSON CBS (2)1/2"GALV.OR S.S. 2X BLOCKING AT EACH POST
CARRIAGE BOLTS WITH ATTACHED WITH IDd THREADED
EXPANSION AND ADHESIVE ANCHORS ANCHOR ANCHOR WASHERS AND NUTS NAILS TOP AND BOTTOM
12"OC STAGGER FASTENERS USE APPROVED EXPANSION OR ADHESIVE ANCHORS WHEN ATTACHING A LEDGER BOARD
IN 2 ROWSCONCRETE
POST CONCRETE W
ANND AD ES VOSOLID S
ANCHORBOLTS SHALL HA E AD AMETE OF 1/2".MINIMUM SPACING AND PIER POST-TO-DECK CONNECTION r^
O O 0 2 MIN. 0 jj5'I/2"MtN_FOR2X8 EMBEDMENT LENGTH SHALL BE PER THE MANUFACTURER'S RECOMENDATIONS.ALL `•/`
5"MAX. 6-1/2"MIN.FOR 2X10 ANC
0 LAG SCREWS MUST HAVE WASHERS O O
O O 7-1/2"MIN.FOR 2X12 s"
3/4"MIN, LAG SCREWS SHALL HAVE A DIAMETER OF 1/2".EAG SCREWS SHALL HAVE PILOT HOLES O
2"MIN. LEDGER LAG SCREW,THROUGH BOLT, DRILLED WITH 5/16'DIAMETER HOLES.ALL LAGS SHALL BE INSTALLED WITH WASHERS. 4"MAX. r 1
OR ANCHOR WITH WASHER LAG BOLTS SHALL HAVE 1-1/2'UNU
THREADED SHANK.LENGTH MUST PENETRATE BEYOND
RIM BOARD A MINIMUM 1/2".LAG SCREWS AND WASHERS MUST BE GALVANIZED OR S.S. Q W
LEDGERLOK SCREWS CONCRETE I--I z
PIER F-�
BLEDGERLOK UDFO SCREWS SHALL BE A MINIMUM LENGTH OF 5".LEDGERLOK SCREWS SHALL NOT 4"DIA.MAXIMUM N W
BE USED FOR MASONRY,CONCRETE,BRICK VENEER,STUCCO,SIDING.OR RIGID FOAM F...1
LEDGER BOARD FASTENER SPACING AND CLEARANCES INSULATION.SCREWS SHALL BE A MINIMUM DISTANCE OF 3-3/4"FROM ENDS AND I-3/4'
FROM TOP AND BOTTOM EDGES. W 'H U
24"X24"Xl2"CONC.FTG. HANDRAIL NOTES:
3'BELOW GRADE All required handrails shall be of one of the following types O t 1
(ALT.:BIGFOOT FOOTING) or provided equivalent graspability. 2 O tf)
1).Type I.Handrails with circular cross section shall have an r N Q
outside diameter of at least 1-1/4 inches and not greater ,•Di v
36"MIN. than 2 inches.If the handrail is not circular It shall have a
perimeter dimension of at least 4 inches and not greater
than 6-1/4 inches with a maximum cross section of
FLOOR SHEATHING NAILING AT 1/2'DIAMETER LAG SCREWS, ATTACH TO I-JOIST 1/2"DIAMETER LA,SCREWS, dimension of 2-1/4 inches.
6"MAXIMUM ON CENTER TO THROUGH-BOLTS WITH WASHERS WITH A MINIMUM THROUGH-BOLTSWITH WASHERS
JOISTS WITH HOLD DOWN OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN OF(19)8d NAILS OR 5'LEDGERLOKSCREWS SIMPSON DTT2Z HOLD-DOWN 2).Type II.Handrails with a perimeter greater than 6-1/4
Inches shall provide graspable finger recess area on both
sides of the profile.The finger recess shall begin with a
SOLID SAWN 71,11DII
I t distance of 3/4 inch measured vertically from the tallest STAIR RAILING
FLOOR JOISTS DECK HOISTS DECK I t portion of the profile and achieve a depth of at least 5/16
JOIST JOIST t L Inch within 7/8 Inch below the widest portion of the
profile.The required depth shall continue for at least 3/8 1-1/2"SPACE
THREADED ROD MAYBE THREADED ROD MAY BE inch to a level that is not less than 1-3/4 inches below the MINIMUMSLOPED UP TO 1:12 MINIMUM 2X6X36" SLOPED UP TO 1:12 tallest portion of the profile.The minimum width of theAWAY FROM THE HOUSE ATTATCHED TO JOIST AWAY FROM THE HOUSE handrail above the recess shall be 1.1/4 inches to aLJOIST HANGER WEB WITH(16)10d NAILS LGIRDER maximum of 2-3/4 inches.Edges shall have a minimum O
JOIST HANGER HANDRAILS 170
ON m y V
AND CLINCH radius of 0.01 inches. Cf A� .
V
Lr) m 0
X 0
U
V
lOd THREADED NAIL OR p10 WOOD SCREWS, BALUSTERS
LATERAL LOAD DEVICE WITH JOISTS PARALLEL TO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK) 16"oc EQUAL OR GREATER THAN 3'LONG. b
STAGGERED IN 2 ROWS OPEN BALUSTER ATTACHED TO WALL
V M to
HANDRAIL CONNECTION ^.Y
ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LID U +v+
IF BEAM IS CONSTRUCTED WITH 3 MEMBERS (2)THREADED NAILS OR SCREWS AT EACH END OR OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS Cf\ '"..� fn
6 ET.MIN.EXTENT OF BLOCKING ATTATCHED OUTSIDE MEMBER TO THE SPLICE END;SPLICES SHALL BE LOCATED ONLY OVER SHALL N07 BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 00G 'S]
INSIDE MEMBERAS SHOWN. INTERIOR POSTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL
ATTACH BLOCKING TO DECK WITH 1/2"DIAMETER LAG SCREWS, PROVIDE AN EQUIVALENT GRIPPING SURFACE C) (S�
10d NAILS AT 4"O.C.STAGGERED THROUGH-BOLTS WITH WASHERS BEAM ASSEMBLY DETAIL
OR 5"LEDGERLOK SCREWS SIMPSON DTT2Z HOLD-DOWN Emill
is is
DECK 7GI;.11
STAIR TREADJOIST
• RIM BOARD THREADED ROD MAY BE
SLOPED UP TO 1:I2 STRINGERr 'MINIMUM I-I/2'THICKFLOOR JOISTS AWAY FROM THE HOUSE
BLOCKING.BLOCKS MUST (SOLID OR WOOD-1) O
FILL BAY AND FIT SNUGLY L101St HANGER
JOIST
GIRDER/HEADER STRINGER TO DECK/PORCH CONNECTION
FillN
LATERAL LOAD DEVICE WITH JOISTS PERPENDICULARTO DECK JOISTS (PROVIDE IN (2) LOCATIONS IN DECK)
SPLICED JOISTS OVER HEADER/GIRDER
CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA CONNECT TY-DOWN ANCHORS TO EACH JOIST Plil
U
GROUND WIND SEISMIC FROST WINTER ICE SHIELD NAILING SCHEDULE
SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD x
HAZARDS JOINT DESCRIPTION NAIL NAIL NOTES
LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED QTY- SPACING STRINGER
IN PER TOE @16 C
11 NONE
4-Ed COMMO
MODERATE SLIGHT TO JOIST TO: JOIST NAIL
SILL.TOP PLATE OR GIRDER
20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE BRIDGING 2-8d COMMO EACH TOE FSS
TO JOIST END NAIL BOLTS
a
BLOCKING EACH TOE P844 POST
TO JOIST 2•Ed COMMO ANCHOR END NAIL WOOD JOIST "dia.
C PIER 16"TREAD
1). ALL FRAMING,CONSTRUCTION,COMPLIANCE TO BE PER 2015 IRC,2016 NYS UNIFORM SUPPLEMENT BLOCKING AT 3.16d COMMO EACH TOE e
SILL OR TOP PLATE BLOCK NAIL t
2). ALL FRAMING MATERIAL TO BE X11 ACQ PRESSURE TREATED LUMBER. LEDGER STRIP 3-16d COMMO EACH FACE CARDERMEADER GRADE
CONC,SLAB ,•'
TO BEAM JOIST NAIL - r••
"•V (AS REQ.) 'd
WOOD JOIST
3-8d COMMO PER TOE .o
JOIST ON LEDGER .c••, ,•:•p
3). ALL FASTENERS,HANGERS,AND ANCHORS TO BE GALVANIZED OR STAINLESS STEEL. To BEAM JOIST NAIL vim' s"dia. 'o • "--
BAND JOIST PER END •i O •'`h• .0
3-16d COMMO CONC. s JCC
4). ALL PIERS AND FOOTINGS TO BE 3 FOOT BELOW GRADE. TO JOIST JOIST NAIL 3'-0" '�'•' v"' t
�' • PIER
BAND JOIST TO: PER FLUSH JOISTS WITH HEADER/GIRDER ••4' 0•"4'• �'- ,� .�
2•16d COMMO TOE NAIL y1•• ,�•••• +�,
5). ALL JOISTS TO BE BLOCKED OVER GIRDERS AND AS SPECIFIED. SILL OR TOP PLATE Foor DRAWN:
ALL 1O15T5 CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH �•• .•�'••4 � :,, �;�r �F.'y,
THE PROPER STEEL CONNECTOR. '• /ty /✓ ��4
6). FLASH ALONG HOUSE WALL,OVER LEDGER WITH MIN.10"FLASHING. IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS ••` r!`• SCALE:
TO ALLOW FOR SHRINKAGE. '', (r� �' A'SN;T -�• {
JOB#:
11/8/2022
�1a } SHEET NUMBER:
'✓' �X>�s�,Jif"'"` '�'�'
.0 F
A- 3